Authors :
Shalini G M; S Bhavanishankar
Volume/Issue :
Volume 10 - 2025, Issue 4 - April
Google Scholar :
https://tinyurl.com/ymuxkkch
Scribd :
https://tinyurl.com/4tufsxs9
DOI :
https://doi.org/10.38124/ijisrt/25apr1868
Google Scholar
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Abstract :
This study focuses on the development of an economical Self-Compacting Concrete (SCC) that maintains its
characteristic ability to flow under its own weight, fully occupying formwork without the need for vibrational compaction.
The research aims to reduce waste and carbon emissions associated with cement production by optimizing the use of
supplementary materials. Specifically, the study explores the effects of varying concentrations of fly ash and ground
granulated blast furnace slag (GGBS), the substitution of 10% of cement with silica fume, and the inclusion of 0.2%
polypropylene fiber (PPF) on SCC properties. Eight concrete mixes were evaluated: four incorporating PPF and four
without. The results provide insights into the performance and environmental benefits of these modified SCC
formulations. Also the study investigates the chloride penetration characteristics of Sustainable Quaternary Blended Self-
Compacting Concrete (QBSCC) with and without polypropylene fiber reinforcement. Various QBSCC mixes were
formulated by replacing Ordinary Portland Cement (OPC) with combinations of supplementary cementitious materials
(SCMs) including silica fume (SF), fly ash (FA), and ground granulated blast furnace slag (GGBS). The Rapid Chloride
Penetration Test (RCPT) was conducted at 28 and 56 days to assess chloride ion permeability. Results indicate that
QBSCC mixes incorporating SCMs exhibit significantly lower chloride permeability compared to the control mix (MIX-1)
composed of 100% OPC. MIX-4, containing 50% OPC, 10% SF, 10% FA, and 30% GGBS, shows the most promising
performance with the lowest passed charges, suggesting enhanced durability against chloride ion penetration. Addition of
0.2% polypropylene fibers further enhanced chloride resistance, especially in the mix with the highest resistance to
chloride penetration. Overall, the study concluded that QBSCC formulations with optimized SCM content and
polypropylene fiber reinforcement have superior durability and reduced chloride permeability, making them suitable for
construction in aggressive environments where chloride exposure is a concern.
Keywords :
SSC, QBSCC, Silica fume, Fly ash, GGBS, Polypropylene fibers, Durability Assessment, RCPT.
References :
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- ASTM C1202 - Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration
This study focuses on the development of an economical Self-Compacting Concrete (SCC) that maintains its
characteristic ability to flow under its own weight, fully occupying formwork without the need for vibrational compaction.
The research aims to reduce waste and carbon emissions associated with cement production by optimizing the use of
supplementary materials. Specifically, the study explores the effects of varying concentrations of fly ash and ground
granulated blast furnace slag (GGBS), the substitution of 10% of cement with silica fume, and the inclusion of 0.2%
polypropylene fiber (PPF) on SCC properties. Eight concrete mixes were evaluated: four incorporating PPF and four
without. The results provide insights into the performance and environmental benefits of these modified SCC
formulations. Also the study investigates the chloride penetration characteristics of Sustainable Quaternary Blended Self-
Compacting Concrete (QBSCC) with and without polypropylene fiber reinforcement. Various QBSCC mixes were
formulated by replacing Ordinary Portland Cement (OPC) with combinations of supplementary cementitious materials
(SCMs) including silica fume (SF), fly ash (FA), and ground granulated blast furnace slag (GGBS). The Rapid Chloride
Penetration Test (RCPT) was conducted at 28 and 56 days to assess chloride ion permeability. Results indicate that
QBSCC mixes incorporating SCMs exhibit significantly lower chloride permeability compared to the control mix (MIX-1)
composed of 100% OPC. MIX-4, containing 50% OPC, 10% SF, 10% FA, and 30% GGBS, shows the most promising
performance with the lowest passed charges, suggesting enhanced durability against chloride ion penetration. Addition of
0.2% polypropylene fibers further enhanced chloride resistance, especially in the mix with the highest resistance to
chloride penetration. Overall, the study concluded that QBSCC formulations with optimized SCM content and
polypropylene fiber reinforcement have superior durability and reduced chloride permeability, making them suitable for
construction in aggressive environments where chloride exposure is a concern.
Keywords :
SSC, QBSCC, Silica fume, Fly ash, GGBS, Polypropylene fibers, Durability Assessment, RCPT.